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<br />ALUMINUMlSTEEl
<br />COLUMN
<br />SEE SECTION 9 FOR
<br />ANCHCRS
<br />
<br />tT\j'-r
<br />
<br />
<br />1./ CHANNEL (SEE
<br />SECTION 9 FOR
<br />CONNECTIONS)
<br />
<br />CONCRETE ANCHORS
<br />"SEE SECDON g)
<br />
<br />CONCRETE SlAB OR
<br />FOOTiNG POST TO CONCRETE CONNECTlON
<br />INTERNAL CR EXTERNAL RECEiVING CHANNEL
<br />
<br />AlUMINLM/STEEl
<br />COLUMN
<br />
<br />CONCRETE ANCHCRS
<br />(SEE SECTION 9)
<br />
<br />CONCRETE SlAB CR
<br />FOOTiNG
<br />
<br />ALUMINUM' STEEL
<br />COLUMN
<br />
<br />CORROSION RESISTlVE
<br />STEEL T11RU SOLT PER
<br />SCHEDULE
<br />SEE SECTION 9 FOR
<br />CONCRETE ANCHCRS
<br />
<br />
<br />POST TO CONCRETE CONNECT10N
<br />iNTERNAL OR EXTERNAL ANGLE CUPS
<br />
<br />Ti
<br />
<br />
<br />SEE SECTION 9 FOR
<br />ANCHORS
<br />
<br />2" x 2" 'IV!TI-i .,'{ALL
<br />THICKNESS EQUAL 70 OR
<br />GREATE.~ T11AN COLUMN
<br />I'IALL
<br />
<br />,NTERNAL EXTRUDED
<br />ALl,;MINUM aASE OR
<br />BREAI< FOR..'o1ED U-<;l,P
<br />WITI-i WALL EQUAL 7Q OR
<br />GREATER n1AN POST
<br />WALL
<br />
<br />~T'E;
<br />ATTACHMENT DETAilS
<br />SHOWN REQUIRE
<br />DIAGONAl BRACiNG FOR
<br />FREE-STANOING COVERS
<br />
<br />CONCRETE SlAB OR ~
<br />FOOTiNG
<br />POST TO CONCRETE CONNECTION
<br />TUSE COLUMN BASE SCHEMATIC INTERNAL BASE
<br />
<br />12
<br />1r2=-
<br />,.--=:
<br />I
<br />!
<br />
<br />12" ALUMINUM PANEL
<br />ROOF (SEE TABLE 2,5)
<br />
<br />RECENiNG CHANNEL
<br />
<br />RECENlNG CHANNEL
<br />
<br />12" ALUMiNUM PANEL
<br />(SEE TABLE 2.5)
<br />
<br />
<br />~
<br />'I I
<br />I I
<br />I
<br />
<br />-'-
<br />
<br />ALUMINUM UT1LJ1Y SHED WALL
<br />WITH DOOR (ELEVATlON)
<br />
<br />ALUMINUM UTlLJ1Y SHED WALL
<br />(ELEVAT10N)
<br />
<br />12
<br />1r2=-
<br />
<br />-'~ '-
<br />
<br />PAN TO WALL
<br />
<br />i
<br />i
<br />I
<br />I
<br />-ir
<br />
<br />I
<br />I
<br />I
<br />
<br />1/4"0 X 1.1'4'
<br />EMBEDMENT
<br />EXPANSION BOLTS OR
<br />EQUAL DRIVE PINS @
<br />24" O.C.
<br />
<br />J..112" CONCRETE SL"o8
<br />
<br />ATTACH PANELS TO
<br />CHANNELNI 'Z);13 X 114"
<br />S.~A.S. EACH PANEL .~
<br />=-::.C'... ~.~O
<br />P,1N WALL CONNECTiON
<br />
<br />I
<br />
<br />RECENlNG CHANNEL I
<br />PAN WALL
<br />
<br />2" X 2" x 0.044" SRACE ,
<br />FOR GREATER PAN I
<br />HEIGHT 4-
<br />(REFER TO TABLE 2.5) i
<br />
<br />i
<br />I
<br />
<br />I
<br />I \
<br />
<br />NOTE;
<br />MAX. SHED FLOOR AREA
<br />200 sa. FT.
<br />
<br />SECTiON T~ROUGH UTiliTY SHFD
<br />
<br />IF
<br />
<br />"t" 'S T'rlICKNESS OF
<br />REQUIRED POST
<br />
<br />
<br />'r---
<br />
<br />~
<br />'"
<br />'0----
<br />. I
<br />
<br />Hi"
<br />
<br />TOP OF GRACE
<br />
<br />COMPACTED SACK Fill.
<br />
<br />'J" X 'J" POST (SEE TABLE)
<br />
<br />(2) 2" x 2" x "r" ANGLE OR
<br />\ 1) U CHANNEL ,( "r
<br />
<br />318" x J..112" BOLT
<br />
<br />80 La. 2500 PSI
<br />CONCRETE PRE,'o1IX
<br />
<br />3" EXTRUDED ALUMINUM
<br />BASE
<br />
<br />ALUMINUM POST AND BURIED FOOTING CONNECTION
<br />
<br />r
<br />
<br />POST IN CONCRETE
<br />;4'" BAR 12" LONG
<br />
<br />POURED CONCHETE
<br />(REFER TO TABLE 2.4)
<br />
<br />
<br />/
<br />
<br />
<br />/'
<br />o
<br />~
<br />'./
<br />
<br />>
<br />'--,r"......
<br />
<br />ISOLATED FOOTING
<br />
<br />3" x 3" POST TtJR.'4
<br />SOL TED" TO ANCHOR
<br />RlSE.q
<br />
<br />2.314" x 2-314',( 2.114"
<br />LONG x 1;8" T1.J81NG
<br />
<br />'I'IELDED CONNECTION
<br />
<br />FASTEN (SEE TABLE 2,5)
<br />
<br />12" x '2" x 1/4" ?Lo\TE
<br />J..112" CONC. StAB
<br />
<br />"POST ~MY BE f"Ll.2.T
<br />'NaDED DIREC7\. Y TO
<br />aASE ?tATE
<br />
<br />BASE ANCHOR CONNECTOR
<br />FOR POST TO SLAB CONNECTlON
<br />
<br />CONCRETE eN' SlOCK OR
<br />BLOCK (OPTIONAl)
<br />RIBBON OR MONOUT11IC
<br />FOOTiNG
<br />(IF MONOUT11IC SU.B IS USED
<br />SEe ,~OTES OF DETAilS NEXT
<br />PAGE)
<br />
<br />\
<br />
<br />
<br />
<br />lIS x 112" S. M. S. INTO
<br />~ EACH RISER @ PANEL
<br />n II ENOS
<br />I' rop AND BOTTOM
<br />rp, - PAN PAN ROOF
<br />aOTTCM CHANNEL (SEE TABLE 2,5)
<br />ANCHORED TO SU.B PAN ~O WALL
<br />w- 1NI1i.-ax1. . I
<br />r EMBEDMENT CHANNEL (3) IIS,( 112"
<br />EXPANS10N BOLTS@ PER PAN
<br />24' 0 C. OR CONCRETE
<br />~ SCREWS
<br />, 1 12"RISERPANEl.
<br />
<br />1~-r1:
<br />I 1 I
<br />L ~
<br />
<br />8" x 8" x 16" BLOCK WALL
<br />(MAX. 32j
<br />
<br />ANC'~R ALl,;MINU\A FRAME
<br />TO WAll. OR SlAB 'IVfTl-i
<br />1/4" x 2.11." 'MSONRY
<br />ANCHOR WfT11IN 6" OF POST
<br />AND 24" O,C. MAXiMUM
<br />
<br />(1);4'" BAR CONTiNUOUS
<br />
<br />(1) ;4'" BAR AT CORNERS AND
<br />1CY-o" O.C. FILL CELLS AND
<br />KNOCK OUT BLOCK TOP
<br />COURSE WIT11 3000 PSI PEA
<br />ROCK CONC. DECK
<br />
<br />(2) #4'" BARS MlN. 2-1/2" OFF
<br />GROUND
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
<br />8" x 12" CONCRETE FOOTiNG
<br />W1Tl-i (1'4) ill5 BAR CaNT.
<br />LOCATE ON UNDISTURBED
<br />:-<ATURAl $OIL (1) #'50 VERT.
<br />BAR AT CORNERS AND
<br />'-( O.C. MAX. FIll. CELLS WI
<br />3000 PSI PEA ROCK
<br />CONCRETE
<br />
<br />. ALL 'MSONRY KNEE WALLS SHAU HAVE A FILlED CEll AND VERTlCAL BAR AT ALL CORNERS
<br />3.112" CONCRETE SlAB 6 x 6 - 10 x 10 W8..DED WIRE MESH OR FIBER MESH CONCRETE
<br />VISQUE.....E VAPOR BARRIE.~ UNOE.q StABS HAVING STRUCTURES ABOVE COMPACTED ClE.o\N
<br />Fill OVER (SCARIFIED) NATURAl SOIL 90% DENSllY .
<br />RAISED PATlO FOOTING
<br />KNEE If-IAlL FOOTING FOR SCREENED ~C1.0SURES
<br />
<br />'h'
<br />32"
<br />36"
<br />48"
<br />
<br />w
<br />'Z"
<br />12"
<br />'8'
<br />
<br />
<br />~ .....
<br />2 10'-0"
<br />2 ~-O"
<br />3 4'-0"
<br />
<br />--
<br />I
<br />I
<br />~:;
<br />~w
<br />>w
<br />1-
<br />
<br />ALUMINUM A TT ACHME.....T
<br />
<br />CONCRETE F!lLEO BLOCK
<br />STEM WAlL 8" x 8" x 16"' C.....,u.
<br />(1) #4'" BAR CONT1"1UOUS
<br />
<br />I
<br />
<br />I 2'-0" MIN.
<br />IlBEFORE SLOPE '.
<br />
<br />
<br />~
<br />
<br />. J ill l'
<br />
<br />(') #.5'" BAR CONT,
<br />~b~. __
<br />~</~". .
<br />" ~
<br />8"
<br />
<br />..;t"'~ ~
<br />!:!:d:!i \0 ~ --1
<br />:x: ' I . .'
<br />< ~I ;' "
<br />> -' I' , ..
<br />?,I~.
<br />~
<br />12"
<br />
<br />T'T'PEI
<br />~TSlOPE/NOFooTL~
<br />0-2" /'2"
<br />
<br />T'T'PEil
<br />~CERA TE SLOPE FOOTiNG
<br />2'! 'Z". 1'.10"
<br />
<br />T'T'PE III
<br />STEEP SLOPE FOOTING
<br />> ,'.10"
<br />
<br />~OTES;
<br />1, NO FOOTING OT11ER lrtAN 4" SlAB IS REQUIRED EXCE?T WHE."4 ADDRESSING EROSION
<br />UNTll T11E CARPORT OR PATlO COVER EXCEEDS 20'-0", T11E."4 A MINIMUM OF A IYPE d
<br />FOOTiNG IS REQUIRED,
<br />2. FOR WOOO FRAME lJTlUT'T' SHEDS THE ~INIMUM DEPTI-i OF T11E FOOTING SHALL 3E '0" FOR
<br />T'T'PE II FOOTING AND 14' FOR IYPE ill FOOTiNG,
<br />
<br />3. MONOUT111C Sv.BS AND FOOTiNGS SHAU 3E'AJNIMUM 2.500 PSI CONCRETE WIT116x6-10x10
<br />WELDED WIRE MESH OR FiBE.~ MESH MAY BE USED iN LEU OF .,VIRE MESH.
<br />
<br />4, IF LOCAL BUILDING COOES REQUIRE A MINIMUM FOOTiNG USE IYPE 11 FOOTING OR
<br />FOOTING SECTlON REQUIRED BY LOCAl. COOE. LOCAL COCE GOVERNS.
<br />
<br />SLAB.FOOT1NG DETAILS
<br />
<br />",.
<br />II
<br />~---,
<br />U;,
<br />-'<
<br />
<br />;"r
<br />'I i
<br />~~
<br />p-~
<br />,f- 12" -+
<br />
<br />-.'3".1-
<br />
<br />AlUMINL/.l STRucn;RE FOOTiNG
<br />2500 PSI CO~ETE Wlrrl (1) #.5
<br />BAR CONT. MiNiMUM 2-112" OFF
<br />GROUND
<br />RIBBON FOOTiNG TYPS I
<br />
<br />ALUMINLM STRucn;RE FOOTiNG
<br />2500 PSI CONCRETE WITI-i (3) ~
<br />BAR CONT. ,lAINIMUM 2-112" OFF
<br />GROUND
<br />
<br />RIBBON FOOTiNG TiPE ~I
<br />
<br />CALV, ,'AETAL STRAP (14 GA. x '"J
<br />---
<br />
<br />
<br />8' x 8' x ,6" CONCRETE SLOCl<
<br />
<br />~ 8" x 24' x 24' POURED CONCRETE PAD
<br />(2) #5 BARS 1'8' LONG) EACH WAY
<br />
<br />CONCRETE POURED caLS Wffii #S BAR
<br />(SAKRETE READY MIXNI GRAVel)
<br />
<br />PAD FOOTlNG
<br />
<br />Ul
<br />c~
<br />UJ~
<br />.,..~
<br />U5Z
<br />""~
<br />Ul~ Ul
<br />o:Ul ==
<br />I.J..JjLl.J Zl~
<br />>I~ Q tw
<br />o j::,f- C
<br />G1CCN
<br />01::: Ll.J Zl
<br />~~;~ ~ Ell
<br />Ul~ Ll.J
<br />f-...... Ul
<br />o:~
<br />O~
<br />a..~
<br />0::::
<br />~~
<br />C
<br />
<br />,f-
<br />W'!:
<br />.<: -
<br />. - N
<br />Q.. :5 ;:;
<br />'Jl ..,
<br />~-~ i ~
<br />Q,) u .;::
<br />Cf-~"f",
<br />'!: 0'" '"
<br />c~~;e~
<br />Q,)'l..~~!D
<br />aJ~J:~:::'
<br />.S!r-~~
<br />W "J 6 z ~
<br />a <Jl Q )(
<br />Q,);;~~:::
<br />(,) '.jJ ..... ""
<br />C'JJ~]
<br />Q,)~~f-
<br />'-z:O
<br />~"Jd
<br />ro:;~
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<br />CF
<br />
<br />8
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